CN1594783A - A cavity formwork member - Google Patents
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- CN1594783A CN1594783A CN 03159024 CN03159024A CN1594783A CN 1594783 A CN1594783 A CN 1594783A CN 03159024 CN03159024 CN 03159024 CN 03159024 A CN03159024 A CN 03159024A CN 1594783 A CN1594783 A CN 1594783A
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Abstract
Description
(一)技术领域(1) Technical field
本发明涉及一种空腔模壳构件。The present invention relates to a cavity formwork member.
(二)背景技术(2) Background technology
目前,现浇砼空心楼盖是应用较广的楼盖结构形式,其内填充的轻质永久胎模有各种空心管和盒子,盒子有空心的或实心的。如申请人于1999年11月29日申请的专利号为ZL99249798.1、名称为“钢筋砼填充用纤维增强型薄壁构件”实用新型专利,它公开了一种薄壁模壳构件,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔。又如河北省石家庄市梁军于2000年2月23日申请的专利号为ZL00203695.9、名称为“组合砼暗肋楼盖板”实用新型专利,其说明书中公开了一种模壳构件,它可以是实心的,也可以是空心的,其外形可根据设计要求制成长方形、圆形、多边形等形状。又如天津的于少华于1993年3月20日申请的专利号为ZL93206310.1、名称为“模壳构件”实用新型专利,它也公开了一种薄壁模壳构件,它将侧壁与上、下底制成全封闭空腹多面体结构,模壳体内设加强肋,并采用GRC或氯化镁GRC或无砂陶粒水泥制造。再如申请人于2001年11月23日申请的申请号为01140106.0、公开号为CN1356442、名称为“一种现浇钢筋砼楼板用空腔结构模壳”发明专利申请,它公开的空腔结构模壳,包括“上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔构件,这种空腔构件具有重量轻、强度高、结构简单、施工运输方便等特点,同时,在实际使用时,下底能参与受力,且可吊挂较大重量的物体而现浇预制结合面不开裂。上述所公开的这些空腔模壳构件,应用于密肋楼盖中,既是模壳构件又是预制填充构件,具有结构简单、强度高、抗变形、抗振动性能优良、制造容易、成本低等特点。但是应用于空心楼盖后,空腔模壳构件之间所形成的现浇砼肋均为矩形的现浇砼肋,其受力性能不很合理,往往需增大现浇砼肋的截面尺寸,增加钢筋及砼用量,增加楼盖的成本,同时,这种空腔模壳构件中无楼盖的受力与传力构件,特别是当空腔模壳构件尺寸较大时,表现得更为明显。因此,研制一种新型的空腔模壳构件已为急需。At present, the cast-in-place concrete hollow floor is a widely used floor structure. The lightweight permanent tire molds filled in it include various hollow tubes and boxes, and the boxes are hollow or solid. For example, the patent No. ZL99249798.1, which the applicant applied for on November 29, 1999, is a utility model patent named "fiber-reinforced thin-walled member for reinforced concrete filling", which discloses a thin-walled formwork member, including an upper plate, The surrounding side walls, the lower bottom, and the upper plate, the surrounding side walls and the lower bottom form a polyhedral cavity. Another example is the patent No. ZL00203695.9 applied by Liang Jun, Shijiazhuang City, Hebei Province on February 23, 2000, and the name is called "combined concrete hidden rib floor cover plate" utility model patent, which discloses a formwork member in its specification sheet. It can be solid or hollow, and its shape can be made into rectangle, circle, polygon and other shapes according to design requirements. Another example is the patent No. ZL93206310.1 applied by Yu Shaohua in Tianjin on March 20, 1993, and the name is called "formwork member" utility model patent. It also discloses a thin-walled formwork member, which combines side walls with upper , The lower bottom is made of a fully enclosed fasting polyhedron structure, and the mold shell is equipped with reinforcing ribs, and is made of GRC or magnesium chloride GRC or sand-free ceramsite cement. Another example is that the application number applied by the applicant on November 23, 2001 is 01140106.0, the publication number is CN1356442, and the name is called "a kind of cavity structure formwork for cast-in-place reinforced concrete floor slab" patent application for invention. The cavity structure disclosed by it Formwork, including "upper plate, surrounding side walls, and lower bottom, the upper plate, surrounding side walls, and lower bottom form a polyhedral cavity member. This cavity member has the advantages of light weight, high strength, simple structure, and convenient construction and transportation. Features, at the same time, in actual use, the lower bottom can participate in the force, and can hang heavy objects without cracking the cast-in-place prefabricated joint surface. The cavity formwork components disclosed above are applied to the Miri Building The cover is both a formwork member and a prefabricated filling member. It has the characteristics of simple structure, high strength, excellent deformation resistance, anti-vibration performance, easy manufacture, and low cost. However, after being applied to the hollow floor, the cavity formwork member The cast-in-place concrete ribs formed between them are all rectangular cast-in-place concrete ribs, and their mechanical properties are not very reasonable. It is often necessary to increase the cross-sectional size of the cast-in-place concrete ribs, increase the amount of steel bars and concrete, and increase the cost of the floor. , there is no force-bearing and force-transmitting member of the floor in this cavity formwork component, especially when the cavity formwork component is larger in size, it is more obvious. Therefore, a new type of cavity formwork component is developed Has been urgently needed.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种空腔模壳构件,具有改善楼盖的力学性能、减少现浇砼肋的截面尺寸、减少钢筋及砼用量、降低楼盖成本、施工方便等特点。The purpose of the present invention is to provide a cavity formwork component, which has the characteristics of improving the mechanical properties of the floor, reducing the cross-sectional size of the cast-in-place concrete rib, reducing the amount of steel bars and concrete, reducing the cost of the floor, and convenient construction.
本发明的解决方案是在现有技术的基础上,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔模壳构件,其特征在于空腔模壳构件的下底部的至少一个横向拐角处为阴角,在空腔模壳构件上有至少一个现浇砼浇注用的横向孔洞贯穿空腔模壳构件的周围侧壁的表面。这样,由于在空腔模壳构件的下底部的横向拐角处为阴角,在空腔模壳构件应用于现浇砼空心楼盖后,特别是密肋楼盖,其空腔模壳构件之间的现浇砼肋形成了倒T形肋,其横截面形状由矩形变成了倒T形,因而楼盖的力学性能大大改善,可减少现浇砼肋的截面尺寸,减少钢筋及砼用量,降低楼盖成本,同时,由于空腔模壳构件上还设置有现浇砼浇注用的横向孔洞模腔贯穿空腔模壳构件的周围侧壁表面,现浇砼进入孔洞模腔内,待凝结硬化后,形成了现浇砼杆件,从而在空腔模壳构件中形成了楼盖的受力与传力构件,大大改善了楼盖的力学性能;此外,空腔模壳构件还具有结构简单、强度高、抗变形、抗振动性能优良、制造容易、成本低、施工方便、施工速度快等特点,从而达到了本发明的目的,适用于现浇钢筋砼或预应力钢筋砼的空心楼盖、屋盖、墙体、基础底板以及空腹桥梁使用,尤其适用于空心无梁楼盖使用。The solution of the present invention is based on the prior art, including the upper plate, the surrounding side walls, and the lower bottom, and the upper plate, the surrounding side walls, and the lower bottom form a polyhedral cavity formwork member, which is characterized in that the cavity formwork At least one transverse corner of the lower bottom of the component is a recessed corner, and at least one transverse hole for pouring in-situ concrete is provided on the cavity formwork component through the surface of the surrounding side walls of the cavity formwork component. Like this, because the lateral corner of the lower bottom of the cavity formwork member is a recessed angle, after the cavity formwork member is applied to the cast-in-place concrete hollow floor, especially the ribbed floor, the cavity formwork member The cast-in-place concrete ribs in between form an inverted T-shaped rib, and its cross-sectional shape changes from a rectangle to an inverted T-shape, so the mechanical properties of the floor are greatly improved, which can reduce the cross-sectional size of the cast-in-place concrete ribs and reduce the amount of steel bars and concrete. , reduce the cost of the floor, and at the same time, since the cavity formwork component is also provided with a transverse hole for pouring concrete, the cavity runs through the surrounding side wall surface of the cavity formwork component, and the cast-in-place concrete enters the hole cavity and waits for After solidification and hardening, cast-in-place concrete rods are formed, thereby forming the force-bearing and force-transmitting components of the floor in the cavity formwork components, which greatly improves the mechanical properties of the floor; in addition, the cavity formwork components also have Simple structure, high strength, excellent anti-deformation, anti-vibration performance, easy manufacture, low cost, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention, suitable for hollow concrete of cast-in-place reinforced concrete or prestressed reinforced concrete Floors, roofs, walls, foundation slabs and hollow bridges, especially for hollow beamless floors.
本发明的特征还在于空腔模壳构件的下部的所有横向拐角处均为阴角,阴角连通成阴角环圈。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,现浇砼浇入上述阴角环圈当中,在空心楼盖内部形成了相互正交的砼工字肋结构,大大提高了空心楼盖的承载能力,同时,因空腔模壳构件的下部设置为阴角,提高了空腔模壳构件下部的刚度和强度,应用于楼盖中后,现浇砼将空腔模壳构件牢牢握裹,使其不易脱落、损坏、产生裂缝。The present invention is also characterized in that all the transverse corners of the lower part of the cavity formwork member are female corners, and the female corners are connected to form a female corner ring. In this way, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the above-mentioned inner corner ring, and a mutually orthogonal concrete I-rib structure is formed inside the hollow floor, which greatly improves the At the same time, because the lower part of the cavity formwork member is set as an inner corner, the rigidity and strength of the lower part of the cavity formwork member are improved. After being applied to the floor, the cast-in-place concrete will The components are firmly held and wrapped so that they are not easy to fall off, damage, or crack.
本发明的特征还在于空腔模壳构件的上板或周围侧壁或下底或阴角的至少一个中叠合有叠合层。这样,上板、周围侧壁或者下底或阴角叠合有叠合层,大幅度降低了空腔模壳构件的生产难度,同时,也大大提高了空腔模壳构件的抗冲击破坏能力,降低了产品的损耗率,提高了空腔模壳构件的生产效率。The invention is also characterized by lamination layers laminated in at least one of the upper panel or surrounding side walls or lower bottom or inner corners of the cavity formwork member. In this way, the upper plate, the surrounding side walls, or the lower bottom or inner corners are superimposed with laminated layers, which greatly reduces the production difficulty of the cavity formwork components, and at the same time greatly improves the impact resistance of the cavity formwork components , reduces the loss rate of the product, and improves the production efficiency of the cavity formwork member.
本发明的特征还在于所述的空腔模壳构件上还设置有其它方向的孔洞,与空腔模壳构件表面连通。这样,当空腔模壳构件应用于现浇砼楼盖中时,现浇砼浇入上述孔洞中,相应形成了现浇砼杆件,大大提高了现浇砼楼盖的力学性能。The present invention is also characterized in that holes in other directions are provided on the cavity formwork component, communicating with the surface of the cavity formwork component. In this way, when the cavity formwork member is applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the above-mentioned holes, correspondingly forming cast-in-place concrete rods, which greatly improves the mechanical properties of the cast-in-place concrete floor.
本发明的特征还在于所述的横向孔洞与其它方向的孔洞相交。这样,当空腔模壳构件应用于现浇砼楼盖中时,现浇砼浇入上述横向孔洞与竖向孔洞中,相应在空腔模壳构件的封闭空腔中形成了现浇砼叠合桁架杆件结构,大大提高了现浇砼楼盖的承载、抗震能力。The invention is also characterized in that said transverse holes intersect holes in other directions. In this way, when the cavity formwork member is applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the above-mentioned transverse holes and vertical holes, and a cast-in-place concrete superposition is formed in the closed cavity of the cavity formwork member. The truss member structure greatly improves the bearing capacity and earthquake resistance of the cast-in-place concrete floor.
本发明的特征还在于所述的多个横向孔洞平行。这样,当空腔模壳构件应用于现浇砼楼盖中时,现浇砼浇入上述平行横向孔洞中后,在空腔模壳构件中形成了横向平行叠合杆件,将相对的现浇砼肋拉结为整体,大幅度提高了楼盖的整体力学性能。The invention is also characterized in that said plurality of transverse holes are parallel. In this way, when the cavity formwork member is applied to the cast-in-place concrete floor, after the cast-in-place concrete is poured into the above-mentioned parallel transverse holes, a transverse parallel superimposed rod is formed in the cavity formwork member, and the relative cast-in-place The concrete ribs are tied together as a whole, which greatly improves the overall mechanical properties of the floor.
本发明的特征还在于所述的多个横向孔洞的轴线在一个平面内或在不同平面内。这样,当空腔模壳构件应用于现浇砼楼盖中时,现浇砼浇入上述孔洞中,相应形成了轴线在一个平面或在不同平面内的彼此呈正交或立交或平行设置的现浇砼叠合杆件,将现浇砼楼盖内部的受力结构从传统的单向或双向的受力体系,改变成了三维的空间结构受力体系,使现浇砼楼盖结构更为轻巧、稳固。The invention is also characterized in that the axes of said plurality of transverse holes are in one plane or in different planes. In this way, when the cavity formwork member is applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the above-mentioned holes, and correspondingly formed the present situation where the axes are in a plane or in different planes, which are perpendicular to each other or vertical or parallel. The cast-in-place concrete laminated rods change the internal force structure of the cast-in-place concrete floor from the traditional one-way or two-way force system to a three-dimensional space structure force system, making the cast-in-place concrete floor structure more stable. Lightweight and stable.
本发明的特征还在于所述的上板或周围侧壁或下底上设置有方便搬运的搬运件。搬运件可为提手、吊钩、吊环或其它装置。这样,可十分方便地将空腔模壳构件码放、转运、吊装和施工,降低了上述工序的工作难度和工作强度,有利于提高施工效率,降低施工成本。The present invention is also characterized in that the upper plate or the surrounding side walls or the lower bottom are provided with convenient transporting parts. The carrier can be handles, hooks, rings or other devices. In this way, the cavity formwork components can be stacked, transferred, hoisted and constructed very conveniently, which reduces the work difficulty and work intensity of the above-mentioned processes, is conducive to improving the construction efficiency and reducing the construction cost.
本发明的特征还在于所述的上板、周围侧壁、下底的至少一个中含有增强物,或者有增强物露出。增强物为钢筋、钢丝、预应力筋、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带中的至少一种。这样,上板、周围侧壁或者下底中含有上述增强物,大大提高了它们的强度和刚度,使空腔模壳构件在堆放、运输、安装、施工过程中不易破损,即使有小面积的破损,因有增强物的连接,也不需要修补,可继续投入使用。若空腔模壳构件上还有增强物露出空腔模壳构件外部,在空腔模壳构件应用于现浇砼空心楼盖中时,其外露的增强物和现浇砼相结合,可大大提高现浇砼与空腔模壳构件之间的握裹力,优化整个空心楼盖的性能;同时,外露增强物也方便空腔模壳构件搬运时,作提手或吊环或吊钩使用。The present invention is also characterized in that at least one of the upper panel, the surrounding side walls, and the lower bottom contains reinforcements, or has reinforcements exposed. Reinforcement is steel bar, steel wire, prestressed tendon, steel mesh, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, thin strip with holes, packing tape, braided tape at least one. In this way, the above-mentioned reinforcements are contained in the upper plate, the surrounding side walls or the lower bottom, which greatly improves their strength and rigidity, so that the cavity formwork components are not easy to be damaged during stacking, transportation, installation and construction, even if there is a small area Damage, because of the connection of reinforcements, does not need to be repaired, and can continue to be used. If there are reinforcements on the cavity formwork component exposed outside the cavity formwork component, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the exposed reinforcement and the cast-in-place concrete can be greatly improved. Improve the gripping force between the cast-in-situ concrete and the cavity formwork components, optimize the performance of the entire hollow floor; at the same time, the exposed reinforcements are also convenient for use as handles, rings or hooks when the cavity formwork components are transported.
本发明的特征还在于所述的周围侧壁内有增强物伸入并锚固在上板或下底内,或上板或下底内有增强物伸入并锚固在周围侧壁内。这样,周围侧壁内有增强物伸入并锚固在上板或下底内,或者上板或下底内有增强物伸入并锚固在侧壁内,因而,大大提高了周围侧壁和上板或下底之间的连接强度,可有效保证空腔模壳构件在运输、安装、施工、使用过程中,周围侧壁和上板或下底之间不开裂、不松动、不脱落,大幅度降低了空腔模壳构件的破损率。The invention is also characterized in that said surrounding side walls have reinforcements extending into and anchored in the upper plate or lower bottom, or that reinforcements in the upper plate or lower bottom extend into and anchor in the surrounding side walls. In this way, there are reinforcements in the surrounding sidewalls extending into and anchored in the upper plate or the lower bottom, or reinforcements in the upper plate or the lower bottom are extending in and anchored in the sidewalls, thereby greatly improving the strength of the surrounding sidewalls and the upper surface. The connection strength between the plate or the lower bottom can effectively ensure that the cavity formwork components will not crack, loosen or fall off between the surrounding side walls and the upper plate or lower bottom during transportation, installation, construction, and use. The damage rate of cavity formwork components is greatly reduced.
本发明的特征还在于所述的横向孔洞或其它方向的孔洞的至少一端为渐变扩口形孔洞或突变扩口形孔洞。这样,当空腔模壳构件应用于现浇砼楼盖中后,现浇砼浇入孔洞中,相应形成了逐渐上升增大或者逐渐增宽的现浇砼结构,可满足对楼盖中不同受力部位作局部加强,特别适用于对暗梁或者明梁或者结构柱的附近进行加强,使得楼盖结构更加完善合理。The present invention is also characterized in that at least one end of the horizontal hole or the hole in other directions is a gradually flared hole or a sudden flared hole. In this way, when the cavity formwork components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the hole, and a cast-in-place concrete structure that gradually increases or gradually widens is formed correspondingly, which can meet the needs of different loads in the floor. It is especially suitable for strengthening the vicinity of hidden beams or exposed beams or structural columns, so that the floor structure is more perfect and reasonable.
本发明的特征还在于所述的多面体空腔模壳构件的水平剖面或竖向剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧边形、波纹形或圆形。这样,多面体空腔模壳构件形状的多样化,使空腔模壳构件应用于现浇砼空心楼盖中后,相应形成了各种不同形状的现浇砼结构,从而使得现浇砼空心楼盖的结构更为合理,方便了设计与施工单位选用。The feature of the present invention is that the horizontal section or vertical section shape of the polyhedral cavity formwork member is a rectangle, a square, a polygon, an arc polygon, a chamfer polygon, an arc polygon, a corrugated shape or a circle. In this way, the diversification of the shape of the polyhedral cavity formwork member makes the cavity formwork member applied to the cast-in-place concrete hollow floor, and correspondingly forms various cast-in-place concrete structures of different shapes, thus making the cast-in-place concrete hollow building The structure of the cover is more reasonable, which is convenient for the design and construction units to choose.
本发明的特征还在于所述的空腔模壳构件上还设置有阴角、凹槽、倒角、凹坑、凸台模块、凸条、阳角中的至少一个。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,现浇砼浇入阴角、倒角、凹槽、凹坑中,相应可形成局部的现浇砼加强构造;空腔模壳构件上设置的凸台模块、凸条、阳角可将楼盖中不受力的砼抽空,进一步减轻楼盖自身的重量,节约砼的用量,降低楼盖的成本,同时也改善楼盖的性能。The present invention is also characterized in that at least one of internal corners, grooves, chamfers, pits, boss modules, convex lines, and male corners is provided on the cavity formwork member. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the inner corners, chamfers, grooves, and pits, and a local cast-in-place concrete reinforcement structure can be formed accordingly; the cavity mold The boss modules, protruding lines, and external angles set on the shell members can evacuate the unstressed concrete in the floor, further reduce the weight of the floor itself, save the amount of concrete, reduce the cost of the floor, and improve the strength of the floor at the same time. performance.
本发明的特征还在于所述的阴角、凹槽、倒角、凸条自身或相互呈平行、正交、斜交或立交设置形成网格。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔模壳构件上的阴角、凹槽、倒角、凸条自身或相互呈平行、正交、斜交或立交设置或形成网格,在上述部位浇筑砼后,相应形成了平行、正交、斜交或立交的现浇砼加强构造,大大改善了现浇砼楼盖的力学性能。The present invention is also characterized in that the internal angles, grooves, chamfers, and convex lines themselves or each other are arranged in parallel, orthogonal, oblique or vertical intersection to form a grid. In this way, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the internal corners, grooves, chamfers, and convex lines on the cavity formwork component are arranged in parallel, orthogonal, oblique or vertical Or form a grid, after the concrete is poured in the above-mentioned parts, a parallel, orthogonal, oblique or overpass cast-in-place concrete strengthening structure is correspondingly formed, which greatly improves the mechanical properties of the cast-in-place concrete floor.
本发明的特征还在于所述的空腔模壳构件上设置有横向阴角、横向凹槽、横向倒角、横向凸条中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,现浇砼浇入上述横向阴角、横向倒角、横向凹槽中后,形成了自身或相互平行、正交、斜交或形成网格的现浇砼加强结构,提高了现浇空心楼盖的综合性能。The present invention is also characterized in that the cavity formwork member is provided with at least one of transverse internal angles, transverse grooves, transverse chamfers, and transverse ridges, or the above-mentioned elements are parallel, orthogonal, or oblique to each other. or form a grid. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, after the cast-in-place concrete is poured into the above-mentioned transverse inner corners, transverse chamfers, and transverse grooves, forms of self or mutual parallel, orthogonal, oblique Or the cast-in-place concrete reinforced structure forming a grid improves the comprehensive performance of the cast-in-place hollow floor.
本发明的特征还在于所述的空腔模壳构件上设置有竖向阴角、竖向凹槽、竖向倒角、竖向凸条中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,现浇砼浇入竖向阴角、竖向倒角、竖向凹槽、竖向孔洞中后,形成了相互平行、正交、斜交或形成网格的现浇砼加强结构,大幅度提高了现浇砼空心楼盖的承载能力,改善了现浇砼空心楼盖的综合力学性能。The present invention is also characterized in that at least one of vertical internal corners, vertical grooves, vertical chamfers, vertical ridges is provided on the cavity formwork member, or the above-mentioned self or mutual parallel, positive Intersect, oblique, or form a grid. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, after the cast-in-place concrete is poured into the vertical inner corners, vertical chamfers, vertical grooves, and vertical holes, a parallel and positive structure is formed. The cast-in-place concrete reinforced structure that crosses, obliquely crosses or forms a grid greatly improves the bearing capacity of the cast-in-place concrete hollow floor and improves the comprehensive mechanical properties of the cast-in-place concrete hollow floor.
本发明的特征还在于所述的空腔模壳构件的封闭空腔内设置有加劲肋、加劲杆、加强筋中的至少一个,或者有加劲肋、加劲杆中的至少一个露出空腔模壳构件外,或者加劲肋、加劲杆、加强筋上还有增强物露出。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔模壳构件内设置的加劲肋、加劲杆、加强筋或者外露的加劲肋、加劲杆、加强筋可以和现浇砼形成现浇与预制相结合的复合结构,优化了现浇砼楼盖内部受力体系。若其上还有增强物露出,则空腔模壳构件与现浇砼粘结更牢,楼盖的整体性更好。The present invention is also characterized in that at least one of stiffening ribs, stiffening rods, and reinforcing ribs is provided in the closed cavity of the cavity formwork member, or at least one of stiffening ribs and stiffening bars is exposed from the cavity formwork. There are reinforcements exposed outside the component, or on the stiffeners, stiffeners, and ribs. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, the stiffeners, stiffeners, and ribs or exposed stiffeners, stiffeners, and ribs set in the cavity formwork member can be integrated with the cast-in-place concrete. A composite structure combining cast-in-place and prefabrication is formed, and the internal stress system of the cast-in-place concrete floor is optimized. If there are reinforcements exposed thereon, the cavity formwork member and the cast-in-place concrete will be bonded more firmly, and the integrity of the floor will be better.
本发明的特征还在于所述的空腔模壳构件的封闭空腔内设置有轻质材料。这样,大大提高了空腔模壳构件的抗冲击性能,减少了产品在施工应用过程中的破损率。同时,还使空腔模壳构件具有更好的隔音、隔热、保温性能;轻质材料可为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼、岩棉、矿棉、玻璃棉、陶粒或陶粒砼等,其轻质材料种类的多样性,便于生产时就近取材,有利于降低生产成本。The present invention is also characterized in that lightweight materials are arranged in the closed cavity of the cavity formwork member. In this way, the impact resistance of the cavity formwork member is greatly improved, and the damage rate of the product during construction and application is reduced. At the same time, it also makes the cavity formwork components have better sound insulation, heat insulation, and thermal insulation properties; lightweight materials can be foamed plastics, expanded perlite, expanded vermiculite, foamed or aerated lightweight concrete, rock wool, ore Cotton, glass wool, ceramsite or ceramsite concrete, etc., the variety of lightweight materials makes it easy to obtain nearby materials during production, which is conducive to reducing production costs.
本发明的特征还在于所述的模壳构件的上板或周围侧壁的壁为轻质材料。这样,采用轻质材料制作上板或者周围侧壁的壁,减轻了空腔模壳构件的自身重量,降低了运输、安装的作业难度。The invention is also characterized in that the upper plate or surrounding side walls of said formwork members are of lightweight material. In this way, the upper plate or the surrounding side walls are made of lightweight materials, which reduces the weight of the cavity formwork member and reduces the difficulty of transportation and installation.
本发明的特征还在于所述的上板或侧壁中的至少一个为或有可拆卸的活动部件。这样,可随时方便检查空腔模壳构件内部的情况,同时也可随时在空腔模壳构件的内部部分或全部填充轻质材料,或者在空腔模壳构件内部安装其它部件,如接线盒、水电管线、消防淋喷头等。The present invention is also characterized in that at least one of the upper plate or the side wall is or has a detachable movable part. In this way, it is convenient to check the condition inside the cavity formwork member at any time, and at the same time, it is also possible to partially or completely fill the interior of the cavity formwork member with lightweight materials, or install other components inside the cavity formwork member, such as junction boxes. , water and electricity pipelines, fire sprinklers, etc.
本发明的特征还在于所述的上板、周围侧壁的外表面中的至少一个为波纹形、锯齿形、拉毛形或者糙面外表面。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,因其表面为波纹形、锯齿形、拉毛形或者糙面外表面,因而预制的空腔模壳构件与现浇砼之间的粘结力更强,从而可大大提高楼盖的整体性能。The present invention is also characterized in that at least one of the outer surfaces of the upper plate and the surrounding side walls is a corrugated, zigzag, brushed or rough outer surface. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, because the surface is corrugated, zigzag, roughened or rough surface, the gap between the prefabricated cavity formwork member and the cast-in-place concrete The bonding force is stronger, which can greatly improve the overall performance of the floor.
本发明的特征还在于所述的空腔模壳构件上设置有定位构件。定位构件可为拉环、拉钩、铁丝、支撑脚、小凸块、小凸钉或其它装置。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,可对空腔模壳构件进行准确定位,防止空腔模壳构件在浇筑砼时上浮、移位等现象产生,同时,也可对钢筋进行限位,有效地保证楼盖的浇筑质量。The present invention is also characterized in that a positioning member is arranged on the cavity formwork member. The positioning member can be a pull ring, a pull hook, an iron wire, a supporting foot, a small protrusion, a small convex nail or other devices. In this way, when the cavity formwork components are applied to the cast-in-situ concrete hollow floor, the cavity formwork components can be accurately positioned to prevent the cavity formwork components from floating and shifting during pouring of concrete. The steel bar can be limited to effectively ensure the pouring quality of the floor.
本发明的特征还在于所述的空腔模壳构件上设置有空腔模壳构件之间彼此连接的连接件。连接件可为钢筋、钢筋网、钢丝、钢丝网、角钢、槽钢、L型钢、T型钢、卡套、螺栓、公母槽、承插件、锯齿件、凸槽、凹槽、卡口、卡套、孔洞、预埋铁件等。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔模壳构件上设置的连接件能够有效、可靠地控制空腔模壳构件之间的距离,控制现浇砼肋的宽度和高度,保证楼盖内部结构的浇筑质量;同时,也有利于空腔模壳构件彼此之间的连接定位,或者构成成组构件,加快施工速度。The present invention is also characterized in that the cavity formwork components are provided with connectors for connecting the cavity formwork components with each other. Connectors can be steel bar, steel mesh, steel wire, steel wire mesh, angle steel, channel steel, L-shaped steel, T-shaped steel, ferrule, bolt, male and female groove, socket piece, sawtooth piece, convex groove, groove, bayonet, card Covers, holes, embedded iron parts, etc. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, the connectors provided on the cavity formwork components can effectively and reliably control the distance between the cavity formwork components, and control the distance between the cast-in-place concrete ribs. The width and height ensure the pouring quality of the internal structure of the floor; at the same time, it is also conducive to the connection and positioning of the cavity formwork components, or the formation of group components to speed up the construction speed.
本发明的特征还在于至少两个以上空腔模壳构件通过连接件联接为一体,空腔模壳构件之间构成内肋模腔。这样,当空腔模壳构件应用于现浇砼楼盖中后,现浇砼进入内肋模腔中,形成了现浇砼内肋,提高了楼盖的力学性能;同时,空腔模壳构件通过连接件联接为一体,构成了空腔模壳组件,因而,大大提高了楼盖的施工效率和施工速度。The present invention is also characterized in that at least two or more cavity formwork components are connected as a whole through connectors, and an inner rib cavity is formed between the cavity formwork components. In this way, when the cavity formwork member is applied to the cast-in-place concrete floor, the cast-in-place concrete enters the inner rib cavity to form the cast-in-place concrete inner rib, which improves the mechanical properties of the floor; at the same time, the cavity formwork member The cavity formwork assembly is formed by connecting as a whole through the connecting piece, thus greatly improving the construction efficiency and construction speed of the floor.
本发明的特征还在于所述的下底为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者模壳构件的上板或周围侧壁的壁为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼胶板、木胶板、塑料、金属压型板、轻质砼的壁。这样,下底、上板和周围侧壁制作材料的多样化,可使空腔模壳构件充分满足各种不同情况的需要,有利于降低产品成本。The present invention is also characterized in that the lower bottom is cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar lower bottom, or the upper plate of the formwork member or the wall of the surrounding side wall is cement fiber, cement Fiber mesh, cement steel mesh, cement steel wire mesh, concrete plywood, wood plywood, plastic, metal profiled panels, walls of lightweight concrete. In this way, the diversification of materials for the lower bottom, the upper plate and the surrounding side walls can make the cavity formwork components fully meet the needs of various situations, which is beneficial to reduce product costs.
本发明的特征还在于所述的下底有挑边,或者至少两个以上空腔模壳构件通过挑边连接成成组模壳构件。这样,在空腔模壳构件应用于现浇砼空心楼盖中时,挑边可代替施工模板,省去模板安装工序,降低了材料损耗率,同时,提高了施工效率。若多个空腔模壳构件通过挑边连接成成组模壳构件,则空腔模壳构件的施工效率更高,施工成本更低。The present invention is also characterized in that the lower bottom has a raised edge, or at least two or more cavity formwork members are connected into a group of formwork members through the raised edge. In this way, when the cavity formwork component is applied to the cast-in-situ concrete hollow floor, the overhang can replace the construction template, save the template installation process, reduce the material loss rate, and improve the construction efficiency at the same time. If a plurality of cavity formwork components are connected into a group of formwork components by picking edges, the construction efficiency of the cavity formwork components is higher and the construction cost is lower.
(四)附图说明(4) Description of drawings
图1是本发明实施例1的结构示意图。附图中,1为上板,2为周围侧壁,3为下底,4为阴角,5为横向孔洞,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,其空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5。Fig. 1 is a schematic structural diagram of
图2是本发明实施例2的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件的下部拐角处均设置为阴角4,阴角4连通成阴角环圈。Fig. 2 is a structural schematic diagram of
图3是本发明实施例3的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其下底3上叠合有叠合层6。Fig. 3 is a structural schematic diagram of
图4是本发明实施例4的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还设置有其它方向的孔洞7与空腔模壳构件的表面连通。Fig. 4 is a schematic structural view of
图5是本发明实施例5的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其横向孔洞5与其它方向的孔洞7相交。Fig. 5 is a schematic structural view of
图6是本发明实施例6的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多个横向孔洞5在空腔模壳构件内部平行设置。Fig. 6 is a schematic structural view of
图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多个横向孔洞5的轴线在同一平面或不同平面内。Fig. 7 is a schematic structural view of
图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其周围侧壁2上设置有方便搬运的搬运件8,图示搬运件8为提手。Fig. 8 is a schematic structural view of
图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2内均设置有增强物9,图示增强物9为纤维网格布。Fig. 9 is a structural schematic diagram of
图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2内均设置有增强物9,同时,周围侧壁2内有增强物9伸入并锚固在上板1和下底3内。Fig. 10 is a schematic structural view of
图11是本发明实施例11的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其孔洞5的二端为渐变扩口形孔洞。Fig. 11 is a schematic structural view of
图12是本发明实施例12的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多面体空腔模壳构件的水平剖面形状为多边形。Fig. 12 is a schematic structural view of Embodiment 12 of the present invention. The
图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有凹坑12和阳角15。Fig. 13 is a schematic structural view of
图14是本发明实施例14的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有凹槽10、倒角11、凸台模块13和凸条14。Fig. 14 is a schematic structural view of
图15是本发明实施例15的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有横向阴角4、横向凹槽10、横向倒角11和横向凸条14,上述横向构造自身或相互呈平行、正交设置。Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The
图16是本发明实施例16的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有竖向阴角4、竖向凹槽10、竖向倒角11和竖向凸条14,上述竖向构造自身或相互呈平行设置。Fig. 16 is a schematic structural view of Embodiment 16 of the present invention. The
图17是本发明实施例17的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件的封闭空腔内同时设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16、加劲杆17有部分露出空腔模壳构件的外部。Fig. 17 is a schematic structural view of Embodiment 17 of the present invention. The
图18是本发明实施例18的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件的封闭空腔内全部填充设置有轻质材料19,图示轻质材料19为膨胀珍珠岩。Fig. 18 is a schematic structural view of Embodiment 18 of the present invention. The
图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2用轻质材料19制作,图示轻质材料19为陶粒砼。Fig. 19 is a schematic structural view of
图20是本发明实施例20的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1为活动可拆卸的扣合盖板。Fig. 20 is a schematic structural view of Embodiment 20 of the present invention. The
图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1的壁为锯齿形外表面。Fig. 21 is a schematic structural view of
图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还设置有多个定位构件20,图示定位构件20为支撑定位块。Fig. 22 is a schematic structural view of Embodiment 22 of the present invention. The
图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有多个用于空腔模壳构件之间彼此连接定位的连接件21,图示连接件21为杆件。Fig. 23 is a schematic structural view of Embodiment 23 of the present invention. The
图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多个空腔模壳构件通过连接件21联接为一体,空腔模壳构件之间的间距构成内肋模腔22。Fig. 24 is a schematic structural view of Embodiment 24 of the present invention. The
图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2的壁为纤维水泥砂浆壁,下底3为钢丝网砼下底。Fig. 25 is a schematic structural view of Embodiment 25 of the present invention. The
图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其下底3向外伸出有挑边23,图示为多个空腔模壳构件通过挑边23连接成成组模壳构件,空腔模壳构件之间构成内肋模腔22。Fig. 26 is a schematic structural view of Embodiment 26 of the present invention. The
(五)具体实施方式(5) Specific implementation methods
下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
本发明如附图所示,包括上板1、周围侧壁2、下底3,上板1、周围侧壁2、下底3围成多面体空腔模壳构件,其特征在于空腔模壳构件的下底部的至少一个横向拐角处为阴角4,在空腔模壳构件上有至少一个现浇砼浇注用的横向孔洞5贯穿空腔模壳构件的周围侧壁2的表面。图1是本发明实施例1的结构示意图。附图中,1为上板,2为周围侧壁,3为下底,4为阴角,5为横向孔洞,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,其空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5。As shown in the accompanying drawings, the present invention includes an
本发明的特征还在于空腔模壳构件的下部的所有横向拐角处均为阴角4,阴角4连通成阴角环圈。图2是本发明实施例2的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件的下部拐角处均设置为阴角4,阴角4连通成阴角环圈。The present invention is also characterized in that all transverse corners of the lower part of the cavity formwork member are
本发明的特征还在于空腔模壳构件的上板1或周围侧壁2或下底3或阴角4的至少一个中叠合有叠合层6。图3是本发明实施例3的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其下底3上叠合有叠合层6。The present invention is also characterized in that a
本发明的特征还在于所述的空腔模壳构件上还设置有其它方向的孔洞7,与空腔模壳构件表面连通。图4是本发明实施例4的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还设置有其它方向的孔洞7与空腔模壳构件的表面连通。The present invention is also characterized in that holes 7 in other directions are also provided on the cavity formwork member to communicate with the surface of the cavity formwork member. Fig. 4 is a schematic structural view of
本发明的特征还在于所述的横向孔洞5与其它方向的孔洞7相交。图5是本发明实施例5的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其横向孔洞5与其它方向的孔洞7相交。The present invention is also characterized in that said
本发明的特征还在于所述的多个横向孔洞5平行。图6是本发明实施例6的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多个横向孔洞5在空腔模壳构件内部平行设置。The present invention is also characterized in that the plurality of
本发明的特征还在于所述的多个横向孔洞5的轴线在一个平面内或在不同平面内。图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多个横向孔洞5的轴线在同一平面或不同平面内。The present invention is also characterized in that the axes of said plurality of
本发明的特征还在于所述的上板1或周围侧壁2或下底3上设置有方便搬运的搬运件8。搬运件8可为提手、吊钩、吊环或其它装置。图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其周围侧壁2上设置有方便搬运的搬运件8,图示搬运件8为提手。The present invention is also characterized in that the
本发明的特征还在于所述的上板1、周围侧壁2、下底3的至少一个中含有增强物9,或者有增强物9露出。增强物9为钢筋、钢丝、预应力筋、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带中的至少一种。图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2内均设置有增强物9,图示增强物9为纤维网格布。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的周围侧壁2内有增强物9伸入并锚固在上板1或下底3内,或上板1或下底3内有增强物9伸入并锚固在周围侧壁2内。图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2内均设置有增强物9,同时,周围侧壁2内有增强物9伸入并锚固在上板1和下底3内。The present invention is also characterized in that
本发明的特征还在于所述的横向孔洞5或其它方向的孔洞7的至少一端为渐变扩口形孔洞或突变扩口形孔洞。图11是本发明实施例11的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其孔洞5的二端为渐变扩口形孔洞。The present invention is also characterized in that at least one end of the
本发明的特征还在于所述的多面体空腔模壳构件的水平剖面或竖向剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧边形、波纹形或圆形。图12是本发明实施例12的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多面体空腔模壳构件的水平剖面形状为多边形。The feature of the present invention is that the horizontal section or vertical section shape of the polyhedral cavity formwork member is a rectangle, a square, a polygon, an arc polygon, a chamfer polygon, an arc polygon, a corrugated shape or a circle. Fig. 12 is a schematic structural view of Embodiment 12 of the present invention. The
本发明的特征还在于所述的空腔模壳构件上还设置有阴角4、凹槽10、倒角11、凹坑12、凸台模块13、凸条14、阳角15中的至少一个。图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有凹坑12和阳角15。图14是本发明实施例14的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有凹槽10、倒角11、凸台模块13和凸条14。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的阴角4、凹槽10、倒角11、凸条14自身或相互呈平行、正交、斜交或立交设置形成网格。如图14所示,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其凹槽10、倒角11和凸条14自身或相互呈平行、正交或立交或形成网格状设置。The present invention is also characterized in that the
本发明的特征还在于所述的空腔模壳构件上设置有横向阴角4、横向凹槽10、横向倒角11、横向凸条14中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。图15是本发明实施例15的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有横向阴角4、横向凹槽10、横向倒角11和横向凸条14,上述横向构造自身或相互呈平行、正交设置。The present invention is also characterized in that the cavity formwork member is provided with at least one of the transverse
本发明的特征还在于所述的空腔模壳构件上设置有竖向阴角4、竖向凹槽10、竖向倒角11、竖向凸条14中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。图16是本发明实施例16的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有竖向阴角4、竖向凹槽10、竖向倒角11和竖向凸条14,上述竖向构造自身或相互呈平行设置。The present invention is also characterized in that the cavity formwork member is provided with at least one of a vertical
本发明的特征还在于所述的空腔模壳构件的封闭空腔内设置有加劲肋16、加劲杆17、加强筋18中的至少一个,或者有加劲肋16、加劲杆17中的至少一个露出空腔模壳构件外,或者加劲肋16、加劲杆17、加强筋18上还有增强物9露出。图17是本发明实施例17的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件的封闭空腔内同时设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16、加劲杆17有部分露出空腔模壳构件的外部。The present invention is also characterized in that at least one of stiffening rib 16, stiffening rod 17, and reinforcing rib 18 is arranged in the closed cavity of the cavity formwork member, or at least one of stiffening rib 16 and stiffening rod 17 is arranged. The cavity formwork member is exposed, or
本发明的特征还在于所述的空腔模壳构件的封闭空腔内设置有轻质材料19。图18是本发明实施例18的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件的封闭空腔内全部填充设置有轻质材料19,图示轻质材料19为膨胀珍珠岩。The present invention is also characterized in that a
本发明的特征还在于所述的模壳构件的上板1或周围侧壁2的壁为轻质材料19。图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2用轻质材料19制作,图示轻质材料19为陶粒砼。The invention is also characterized in that the walls of the
本发明的特征还在于所述的上板1或侧壁2中的至少一个为或有可拆卸的活动部件。图20是本发明实施例20的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1为活动可拆卸的扣合盖板。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的上板1、周围侧壁2的外表面中的至少一个为波纹形、锯齿形、拉毛形或者糙面外表面。图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1的壁为锯齿形外表面。The present invention is also characterized in that at least one of the outer surfaces of the
本发明的特征还在于所述的空腔模壳构件上设置有定位构件20。图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还设置有多个定位构件20,图示定位构件20为支撑定位块。The present invention is also characterized in that a positioning member 20 is arranged on the cavity formwork member. Fig. 22 is a schematic structural view of Embodiment 22 of the present invention. The
本发明的特征还在于所述的空腔模壳构件上设置有空腔模壳构件之间彼此连接的连接件21。图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其空腔模壳构件上还同时设置有多个用于空腔模壳构件之间彼此连接定位的连接件21,图示连接件21为杆件。The present invention is also characterized in that the cavity formwork components are provided with connecting
本发明的特征还在于至少两个以上空腔模壳构件通过连接件21联接为一体,空腔模壳构件之间构成内肋模腔22。图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其多个空腔模壳构件通过连接件21联接为一体,空腔模壳构件之间的间距构成内肋模腔22。The present invention is also characterized in that at least two or more cavity formwork components are connected as a whole through
本发明的特征还在于所述的下底3为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者模壳构件的上板1或周围侧壁2的壁为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼胶板、木胶板、塑料、金属压型板、轻质砼的壁。图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其上板1和周围侧壁2的壁为纤维水泥砂浆壁,下底3为钢丝网砼下底。The present invention is also characterized in that the
本发明的特征还在于所述的下底3有挑边23,或者至少两个以上空腔模壳构件通过挑边23连接成成组模壳构件。图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件上还设置有贯穿周围侧壁2的表面的横向孔洞5,其下底3向外伸出有挑边23,图示为多个空腔模壳构件通过挑边23连接成成组模壳构件,空腔模壳构件之间构成内肋模腔22。The present invention is also characterized in that the
本发明实施时,可采用水泥胶结料和玻璃纤维网格布,在模具内制成一层胶结料一层玻璃纤维网格布再一层胶结料的多层叠合的具有层状结构的至少一个开口边向中央内凹的设置有横向孔洞5模腔的空腔模壳构件,脱模养护至规定龄期即得到开口的空腔模壳构件,然后,在下底模具中制作下底3,其下底3的浆料可采用水泥砂浆或水泥砼,在下底3中还可放置钢丝网增强物9,在下底3浆料凝结硬化前,将预先制得的开口空腔模壳构件与下底3粘结成整体,待下底3凝结硬化后脱模,养护至规定龄期后,即得到空腔模壳构件。During the implementation of the present invention, cement binder and glass fiber mesh cloth can be used to form at least one layered multi-layer structure of one layer of cement binder, one layer of glass fiber mesh cloth and one layer of binder in the mold. The cavity formwork member with
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
| CN102168489A (en) * | 2010-11-25 | 2011-08-31 | 吴方伯 | Hollow floor slab formwork for building |
| CN102409846A (en) * | 2011-09-01 | 2012-04-11 | 吴方伯 | Hollow floor slab template for building and assembling method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101936066A (en) * | 2010-08-17 | 2011-01-05 | 吴方伯 | Hollow floor formwork used in construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101906875A (en) * | 2010-08-17 | 2010-12-08 | 吴方伯 | Hollow slab template for buildings |
| CN102168489A (en) * | 2010-11-25 | 2011-08-31 | 吴方伯 | Hollow floor slab formwork for building |
| CN102409846A (en) * | 2011-09-01 | 2012-04-11 | 吴方伯 | Hollow floor slab template for building and assembling method thereof |
| CN102409846B (en) * | 2011-09-01 | 2013-11-06 | 吴方伯 | Hollow floor slab template for building and assembling method thereof |
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